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<br /> UPLIFT CONNECTION CROSS-REFERENCE
<br />USP STRUCTURAL CONNECTORS SIMPSON STRONG-TIE
<br />CONNECTOR UPLIFT LATERAL FASTENERS CONNECTOR UPLIFT LATERAL FASTENERS
<br />CAPACITY .
<br /> ~APA~ITY CAPACITY :'IY
<br /> MASONRY APPLICATIONS MASONRY APPLICATIONS
<br />HTA16 1500 590 13-10d x 11/2" META16 1450 335 7-10d x 11/2"
<br />HTA20 1500 590 13-10d x 11/2" META20 1450 335 7-10d x 11/2"
<br />HTT16 4290* - 18-16d HTT16 4175* - 18-16d
<br />HTT22 5370* - 32-16d HTT22 5260* - 32-16d Sinkers
<br />LUGT2 1850 16-10d & 5-1~4"X3" LGT2 2150 16-16d Sinkers & 7-
<br />- Wed~e bol s - 1/4"x2 1/4" Titen
<br />L TS19 1390* - 8-10d L TT19 1350* - 8-16d Sinkers
<br />LTTI31 2650* - 18-10d x 11/2" L TTI31 ?~10* - 18-10d X 11/2"
<br /> FRAME APPLICATIONS FRAME APPLICATIONS
<br />RT7 585 170 10-8d x 1 1/ 2" H2.5 415 150 10-8d x 11/2"
<br />RT16 1030 645 16-8d x 1 1/ 2" Hl0 990 525 16-8d x 11/2"
<br />RT16-2 1030 390 16-8d x 1 1/ 2" Hl0-2 760 395 12-10d
<br />SPT22 715 260 8-10d SPl 585 - 10-10d
<br />SPT24 1075 260 12-10d SP2 1065 - 12-10d
<br />SPT4 RRf) - 6-10d x 11/2" SP4 885 - 6-10d x 11/2"
<br />SPTH4 1730 - 12-10d x 11/2" SPH4 1360 - 12-10d x 1 1/2"
<br />MUGT15 3965 - 22-10d MGT 3965 - 22-10d
<br />LUGT2 2260 - 32-10d LGT2 2050 - 30-16d Sinkers
<br />HlW20 1530 95 20-10d HTS20 1450 - 20-10d
<br />MSTA18 1275 - 14-10d LSTA18 1165 - 14-10d
<br />MSTA24 1305 - 18-10d LSTA24 1235 - 18-10d
<br />MSTA30 1635 - 22-10d LSTA30 1640 - 22-10d
<br />MSTA36 1635 - 22-10d LSTA36 1640 - 24-10d
<br /> HUNG APPLICATIONS HUNG APPLICATIONS
<br />HUS26 1925 - 20-16d HUS26 1550 - 20-16d
<br />THDH26-2 2605 - 30-16d HGUS26-2 2325 - 28-16d
<br />HUS28 2570 - 30-16d HUS28 2000 - 30-16d
<br />THDH210-2 3970 - 58-16d HGUS28-2 3220 - 48-16d
<br />
<br />1/4" MIN. SPACE
<br />TRl USP TR 1 W/3 - 8d
<br />COMMON NAILS @ EA
<br />TRUSS OR BLOCKING
<br />(NOTE: (2) 16d TOE NAILS
<br />CAN BE USED IN LIEU OF
<br />TRl STRAP)
<br />2 x STUD @ 24" O.C. MAX.
<br />
<br />2 x TOP PLATE
<br />
<br />2- ROWS OF
<br />10d @ 4" OIC
<br />MAX.
<br />10d @ 8" OIC
<br />
<br />I
<br />""
<br />I
<br />BLOCKS
<br /> IJ
<br /> r
<br />
<br />
<br />PACER
<br />
<br />2 x P.T. PLATE
<br />
<br />
<br />
<br />NOTE:
<br />PLATE LENGTHS MUST BE
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />
<br />TYPICAL INTERIOR NON-BEARING
<br />
<br />-BOTTOM SPLICE
<br />OVER STUD
<br />
<br />REV. USP 07-28-04 TH
<br />
<br />SCALE: N.T.S.
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<br />
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<br />TOP PLATE SPLICE DETAIL
<br />SCALE: N.T.S. 5/6/04
<br />
<br />TYPICAL "T" AND CORNER DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />
<br /> 2"x4" P.T. PLATE
<br /> 1/2" x 8" ANCHOR
<br /> BOLT W/ 2" x 1/8" FLAT 12
<br /> WASHER (TYP)
<br />@ @ @
<br />J 32" ~~J 32" j,
<br />
<br />
<br />PRE ENGINEERED WD TRUSSES @ 24" O.C.
<br />INSULATiON BAFFLE
<br />BATT OR BLOWN INSULATION MIN. R-19
<br />TRUSS ANCHOR (SEE PLAN)
<br />FIBERGLASS SHINGLE
<br />ROOFING FELT
<br />- APA RATED STRUCTURAL SHEATHING
<br />MIN 7/16" FASTENED TO TRUSSES W/
<br />8d COMMON WIRE NAILS @ 4" O/C
<br />_ _B.9UND_ARIES.~QjC EDGES & 8" O/C FIELD
<br />
<br />~METAL DRIP EDGE
<br />- 2" X SUBFASCIA
<br />CONT, VENTED ALUM SOFFIT
<br />8" X 8" X 16" K,O. LINTEL BLOCK
<br />W/l #5 DIA. REBAR &
<br />FILLED SOLID W/GROUT
<br />PRECAST "Uti LINTEL
<br />SEE ELEV. (SEE S/2A FOR LINTEL
<br />------ SIZE & REINFORCEMENT)
<br />-----FILL CELL -1 #5 DIA. REBAR W/ GROUT
<br />@ ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW W/ SCREEN
<br />PRECAST CONC SILL
<br />8" X 8" X 16" CONC. BLOCK
<br />DECORATIVE FINISH
<br />FTG. DOWEL #5 DIA. REBAR
<br />18" IN CONC. -25" EXTEND (ACI 530)
<br />ABOVE SLAB. ALL LOCATIONS
<br />SHOWN ON FOUNDATION PLAN
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<br />1/2" CD DRYWALL:
<br />3/4" P.T. NAILER
<br />1/2" DRYWALL
<br />CURTAIN NAILER
<br />1 X 4 P.T. @ WINDOWS
<br />1 X 8 P.T. @ S.G.D.
<br />
<br />* CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED
<br />CMU
<br />NOTES :
<br />1) CONNECTOR CAPACITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL
<br />INFORMATION
<br />2) DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH
<br />COULD FORCE THE PLATE OFF THE TRUSS.
<br />
<br />
<br />P.T. PLATE
<br />
<br />REV. 9/03
<br />
<br />SCALE: N.T.S.
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<br />2 - S.P.F. CaNST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART
<br />o NAIL AT BASE 2 ROWS 4" O/C STAGGER
<br />W/8d COMMON NAIL
<br />@ NAIL AT TOP PLATE 2 ROWS 4" O/C STAGGER
<br />W/8d COMMON NAIL
<br />@ NAIL OPENING PERIMETER @ 3" O,C. W/8d
<br />COMMON NAIL
<br />@ NAIL INT. AT 6" O.C. W/8d COMMON NAIL
<br />@ STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
<br />w/8d COMMON NAIL
<br />CD NO SPLICE @ HEADER - NAIL SHEATHING TO
<br />HEADER W/ffd COMMON NAIL@ 4" o/c
<br />2x4 P.T. BASE PLATE
<br />
<br />MARBLE STOOL
<br />1 X 2 P,T FURRING
<br />R-3 FOIL INSUL ON EXT
<br />BLOCK WALLS
<br />1 X 4 P.T. BASE NAILER
<br />WOOD BASE
<br />3 1/2" CONC SLAB ~
<br />6 X 6 10/10 W.W.M.
<br />6 MIL VISQUEEN
<br />
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<br />II III
<br />II III
<br />II II II III II
<br />"= 1 ="= III II
<br />FLOOR SY ~MII
<br />x8 P.T. SI~L PLAT
<br />2 STORY ONLY)
<br />
<br />WALL SHEATHING INSTALL. & NAILING SCHED.
<br />NO SCALE REV. 5/12/04
<br />
<br />(Y)
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<br />
<br />SEE FND. PLAN FOR
<br />FOOTING SIZE AND
<br />REINF.
<br />
<br />
<br />
<br />TYPICAL WALL SECTION
<br />CONCRETE BLOCK REV. (STEM) 1/18/05 TH
<br />
<br />SCALE: N.T.S.
<br />
<br />I I
<br />'/ TRUSS/JOIST/RAFTER
<br />, I
<br />I I
<br />~--n
<br />I I (1)USPRT16T
<br />: w/7-10d x 1 1/2" TO BOTH
<br />__ L _ TRUSS AND DBL. TOP PLATE
<br />2 - 2x4 TOP PLATE
<br />CONST. GRADE SPF
<br />USP SPT 24 w/6-10d
<br />TO STUD & TO TOP PLATE
<br />
<br />2x4 SPF STUDS @ 16" O.C.
<br />
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<br />
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<br />
<br />USP RT 16
<br />@ 16" O.C.
<br />
<br />3-12d EA. END
<br />OF BLOCKING
<br />
<br />,/ TRUSS/RAFTER
<br />
<br />, ,
<br />/,' "" USP HTW20 W/24-10d x 1 1/2"
<br />, _/~TO BOTH TRUSS
<br />~_u_. AND DBL. TOP PLATE/STUD
<br />uu_u__ 2 - 2x4 TOP PLATE
<br />CONST. GRADE SPF
<br />
<br />USP SPT24 W/6-10d TO
<br />STUD & TO TOP PLATE
<br />2x4 SPF STUDS @ 16" O.C.
<br />
<br />TRUSSES
<br />
<br />
<br />
<br />
<br />-----
<br />-----
<br />
<br />- - --
<br />- - --
<br />
<br />STRUCTURAL SHEATHING
<br />(MIN. 7/16"). NAIL 3" O.C.
<br />EDGES STAGGERED, & 6" O.C.
<br />INTERIOR.
<br />
<br />SHEET NO.
<br />
<br />a.
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<br />8-6 (8)
<br />
<br />2 - 2x4 CONST. GR. SP
<br />TOP PLATE. SPLlC
<br />24" APART MIN.
<br />
<br />USP SPT 22 w/4 -10d TO
<br />STUD & 4-10d TO BASE PLATE
<br />112ft x 8" A307 A.B. OR 5/8"x 7"
<br />WEDGE ANCH. w/2" WASHER 6"
<br />FROM ENDS & JOINTS & @32" O.C.
<br />MIN.,w/#3 PT PLATE
<br />
<br />
<br />USP SPT22 W/4-10d TO
<br />STUD & 4-10d TO BASE PLATE
<br />#3 PT PLATE WI 1/2" x 8" A307 A.B. OR 1/2" dia. x 6"
<br />TITEN H.D. @ 6" FROM CORNERS & JOINTS & @ 32" O.C.
<br />
<br />A
<br />
<br />
<br />#3 PT PLATE W/ 1/2" X 8" A307 A.B.
<br />OR 112ft dia. X 6" TITTEN H.D. @ 6"
<br />FROM CORNERS & JOINTS @ 32ft O.C.
<br />
<br />LAST PLOT
<br />DATE:April 07,2005
<br />
<br />A
<br />
<br />@
<br />
<br />I
<br />1-- - - - -- -""\
<br />,
<br />,
<br />\,
<br />
<br />I
<br />,r--------,
<br />/
<br />/
<br />/
<br />
<br />NOTE: IT IS THE CONTRACTORS RESPONSBILlTY TO REVIEW ALL
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO
<br />ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL
<br />INTEGRITY OF THIS PROJECT ONL Y. ANY D,SCREPA,NCY BETWHN
<br />FIELD CONDITIONS. OTHER DESIGN PROFESSIOI\ALS' SHOP DRAWINGS,
<br />CONTRACTORS' BUILDING METHODS. AND THESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE ATTENTiON OF DANSCO
<br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />I
<br />r u - - u - - - u -"' SEE F~OOR PLAN
<br />~ ""~ I
<br />
<br />~---------------I
<br />
<br />,
<br />'I
<br />, I
<br />',~
<br />~---------------
<br />
<br />N FOR DIM.
<br />
<br />. I
<br />: .,
<br />I
<br />I
<br />
<br />------------,
<br />,
<br />
<br />
<br />
<br />
<br />SEE FND PLAN F
<br />FOOTING SIZE AND
<br />REINF.
<br />
<br />SEE FND PLAN
<br />FOR FOOTING
<br />SIZE AND REINF.
<br />
<br />SEE FND PLAN FOR
<br />FOOTING SIZE AND
<br />REINF.
<br />
<br />.....-----...
<br />
<br />, ,
<br />, ,
<br />, "
<br />, ,
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<br />
<br />INTERIOR BEARING
<br />w/UPLIFT
<br />
<br />INTERIOR BEARING
<br />w/UPLlFT @ 4" STEP-DOWN
<br />
<br />NO SCALE REV. 9/24/04 TH
<br />THIS DETAIL REQUIRED ONLY WHEN & WHERE
<br />SPECIFICALLY INDICATED BY THIS SYMBOL
<br />UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
<br />1 (EACH CONNECTOR) EACH STUD -1075 LBS. PER TRUSS
<br />UPLIFT CAP 410 PLF (ANCHOR BOLTS)
<br />
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND
<br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION).
<br />
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IS SIGNED AND SEALED.
<br />
<br />
<br />
<br />INTERIOR SHEARWALL @ TRUSSES
<br />STEP-DOWN, WALL TO TRUSS
<br />
<br />
<br />NO SCALE REV. 09/13/04 TH
<br />THIS DETAil REQUIRED ONLY WHEN & WHERE
<br />SPECIFICALLY INDICATED BY THIS SYMBOL
<br />UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
<br />1 (EACH CONNECTOR) EACH STUD - 462 PlF
<br />
<br />NO SCALE REV. 9/03
<br />THIS DETAIL REQUIRED ONLY WHEN & WHERE
<br />SPECIFICALLY INDICATED BY THIS SYMBOL
<br />SHEAR CAP. 260#L1N.FT.
<br />
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
<br />
<br />------
<br />
<br />L
<br />
<br />PLACE SEAL HERE DE#250991
<br />
|